2017
DOI: 10.1016/j.flowmeasinst.2017.08.011
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Calibration of weirs using unsteady flow

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Cited by 8 publications
(3 citation statements)
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“…The rated quantities of the hydraulic turbine are shown in Table 1. The water flow (Q) through the turbine is measured as the average of two different methods, described and referred to in main hydraulic machinery testing standards [62,63]. This procedure guarantees redundancy in this There is a movable diverter inside the tank, which allows the operation with two different upstream levels, named NM I and NM II .…”
Section: Experimental Testing Setupmentioning
confidence: 99%
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“…The rated quantities of the hydraulic turbine are shown in Table 1. The water flow (Q) through the turbine is measured as the average of two different methods, described and referred to in main hydraulic machinery testing standards [62,63]. This procedure guarantees redundancy in this There is a movable diverter inside the tank, which allows the operation with two different upstream levels, named NM I and NM II .…”
Section: Experimental Testing Setupmentioning
confidence: 99%
“…This procedure guarantees redundancy in this important and difficult measurement. In the first method, water flow is calculated as a function of the measured spill height over the weir; the main dimensional characteristics are described in Table 2 [62]. The second technique for flow measurement is the Winter-Kennedy method.…”
Section: Experimental Testing Setupmentioning
confidence: 99%
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